Postbuckling of functionally graded microbeams: a theoretical study based on a reformulated strain gradient elasticity theory

被引:0
|
作者
Yin, Shuohui [1 ]
Wang, Xuefei [1 ]
Bui, Tinh Quoc [2 ,3 ]
Liu, Jingang [1 ]
Yu, Tiantang [4 ]
Gu, Shuitao [5 ]
机构
[1] Xiangtan Univ, Sch Mech Engn & Mech, Xiangtan 411105, Hunan, Peoples R China
[2] Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat, Dist 1, Ho Chi Minh City 700000, Vietnam
[3] Duy Tan Univ, Fac Civil Engn, Da Nang 550000, Vietnam
[4] Hohai Univ, Dept Engn Mech, Nanjing 210098, Peoples R China
[5] Chongqing Univ, Sch Civil Engn, Chongqing 400044, Peoples R China
基金
中国国家自然科学基金;
关键词
VIBRATION ANALYSIS; COUPLE-STRESSES; MICROSTRUCTURE; MODEL; BEAMS; STABILITY; DYNAMICS; BEHAVIOR;
D O I
10.1007/s00707-024-04009-7
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A size-dependent post buckling analysis of functionally graded (FG) microbeams is conducted by using an analytical solution based on a reformulated strain gradient elasticity theory (RSGET). The nonlinear behavior of post buckling is considered by employing the von-Karman nonlinear strain-displacement relation. The microstructure-dependent behavior of the microbeam is captured by the RSGET which incorporated both couple stress and strain gradient effects using one size-dependent parameter for each. The material properties of the FG microbeam changed along the thickness direction, which are described using a power law relation. Based on the principle of minimum potential energy, the equations of equilibrium and boundary conditions of the Euler-Bernoulli microbeam are obtained. The post buckling response of FG mcirobeams with different boundary conditions are analytically derived. Moreover, the effects of the length scale parameter, material gradient index, length-thickness ratio and Poisson's ratio on the post buckling responses are studied. In addition, the total critical pressure for the FG array structures is estimated. These results are helpful for designing FG-MEMS devices.
引用
收藏
页码:5529 / 5544
页数:16
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